• 제목/요약/키워드: Structural Reanalysis

검색결과 83건 처리시간 0.023초

심해용 무인잠수정 구조의 민감도해석에 의한 최적설계 (Optimal Design of the Deep-sea Unmanned Vehicle Frame Design Sensitivity)

  • 이재환;허유정;정태환;이종무
    • 대한조선학회논문집
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    • 제41권3호
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    • pp.28-34
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    • 2004
  • This paper presents the results of the structural analysis and optimal design of the ROV to be operated at 6000m depth in the ocean. This will be the first domestic deep-sea ROV operating with an AUV and a launcher equipped with robot arms and the current weight is about 3 ton. initial optimal dimension of the frame is determined based on the stress analysis using FEA code ANSYS and design sensitivity and optimization results. The current design is the initial design and there is a possibility to change the design according to the modification of material, equipments and array of structure.

신경망 및 모델업데이팅에 기초한 구조물 손상평가 (Structural Damage Assessment Based on Model Updating and Neural Network)

  • 조효남;최영민;이성칠;이광민
    • 한국구조물진단유지관리공학회 논문집
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    • 제7권4호
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    • pp.121-128
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    • 2003
  • 토목구조물의 손상평가를 위해 현재까지 인공신경망이 유형분류기로 많이 이용되어왔다. 그러나 본 논문에서는 신경망을 구조재해석기로 사용하여 최적화에 의한 모델업데이팅을 이용한 손상평가를 수행하였다. 최적화에 의한 모델업데이팅을 위해 손상전후의 구조물 모드형상의 절대차의 합을 목적함수로 하였으며, 부재의 강성을 미지의 변수로 취급하였다. 본 손상평가 알고리즘의 적용성을 검토하기 위해 단순보 형태의 판형교 모델에 수치적으로 적용하였다. 적용결과 구조 재해석을 위해 유한요소법을 이용한 결과와 유사한 정도의 손상추정 결과를 얻었다.

강성계수의 전달을 이용한 정적 감도해석 알고리즘에 관한 연구 (A Study on the Static Sensitivity Analysis Algorithm Using the Transfer of Stiffness Coefficient)

  • 최명수
    • 동력기계공학회지
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    • 제5권4호
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    • pp.82-89
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    • 2001
  • To design a structural or a mechanical system with the best performance, the main procedure of a typical design usually consists of repeated modifications of design parameters and the investigation of the system response for each set of these parameters. But this procedure requires much time, effort and experience. Sensitivity analysis can provide systematic information for improving performance of a system. The author has studied on the development of the structural analysis algorithm and suggested recently the transfer stiffness coefficient method(TSCM). This method is very suitable algorithm to a personal computer because the concept of the TSCM is based on the transfer of the nodal stiffness coefficients which are related to force and displacement vectors at each node. In this paper, a new sensitivity analysis algorithm using the concept of the TSCM is formulated for the computation of state variable sensitivity in static problems. The trust of the proposed algorithm is confirmed through the comparison with the computation results using existent sensitivity analysis algorithm and reanalysis for computation models.

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2017년 1월 20일 발생한 강원 영동대설 사례에 대한 대기의 구조적 특성 연구 (A Study on the Synoptic Structural Characteristics of Heavy Snowfall Event in Yeongdong Area that Occurred on 20 January, 2017)

  • 안보영;이정선;김백조;김희원
    • 한국환경과학회지
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    • 제28권9호
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    • pp.765-784
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    • 2019
  • The synoptic structural characteristics associated with heavy snowfall (Bukgangneung: 31.3 cm) that occurred in the Yeongdong area on 20 January 2017 was investigated using surface and upper-level weather charts, European Centre for Medium-Range Weather Forecasts (ECMWF) reanalysis data, radiosonde data, and Moderate Resolution Imaging Spectroradiometer (MODIS) cloud product. The cold dome and warm trough of approximately 500 hPa appeared with tropopause folding. As a result, cold and dry air penetrated into the middle and upper levels. At this time, the enhanced cyclonic potential vorticity caused strong baroclinicity, resulting in the sudden development of low pressure at the surface. Under the synoptic structure, localized heavy snowfall occurred in the Yeongdong area within a short time. These results can be confirmed from the vertical analysis of radiosonde data and the characteristics of the MODIS cloud product.

감도계수 반복법을 이용한 비비례감쇠계의 고유치 및 고유벡터 변화량 해석 (Analysis of Eigenderivative for the Non-Proportional Damped Structure Using the Iterative Method of the Sensitivity Coefficient)

  • 이정윤
    • 대한기계학회논문집A
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    • 제30권7호
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    • pp.750-756
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    • 2006
  • This study predicts the modified eigenvectors and eigenvalues of the non-proportional damped structure due to the change in the mass, damping and stiffness of structure by iterative method of the sensitivity coefficient using the original dynamic characteristic. The method is applied to the non-proportional damped 3 degree of freedom system by modifying the mass, damping and stiffness. The predicted dynamic characteristics are showed a good agreement with these from the structural reanalysis using the modified mass, damping and stiffness.

High Signal Intensities on T1-Weighted MRI as a Biomarker of Manganese

  • Kim, Yang-Ho
    • 한국환경보건학회:학술대회논문집
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    • 한국환경보건학회 2005년도 국제학술대회
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    • pp.105-139
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    • 2005
  • Increased signal in T1-weighted images was observed in the experimental manganese (Mn) poisoning of the non-human primate and a patient with Mn neurointoxication. However, our study showed that the increased signals in magnetic resonance images (MRI) were highly prevalent (41.6%) in Mn-exposed workers. Blood Mn concentration correlated with pallidal index. These changes in MRI tend to disappear following the withdrawal from the source of Mn accumulation, despite permanent neurological damage. Thus increased signal intensities on a T1-weighted image reflect exposure to Mn, but not necessarily manganism. Our study also showed that the concentration of Mn required to produce increased signal intensities on MRI is much lower than the threshold necessary to result in overt clinical signs of manganism. Increased signal intensities in the globus pallidus were determined by manganese accumulation in the animal experiment. Reanalysis of the previous data with the structural equation model revealed that pallidal index (Pl) on MRI reflects target organ dose of occupational Mn exposure

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동특성 변화를 이용하여 보의 다중 균열 위치 및 크기 해석 (Multi-crack Detection of Beam Using the Change of Dynamic Characteristics)

  • 김정호;이정우;이정윤
    • 한국소음진동공학회논문집
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    • 제25권11호
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    • pp.731-738
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    • 2015
  • This study proposed the method of the multi-crack detection using the sensitivity coefficient matrix which is calculated from the change of eigenvalues and eigenvectors before and after the crack. Each crack is modeled by a rotational springs. The method is applied to the cantilever beam with miulti-crack. The eigenvalues and eigenvectors are determined for different crack locations and depths. The prediction of multi-crack detection are in good agreement with the results of structural reanalysis.

기하급수 전개법을 이용한 준해석 민감도의 오차 분석 (Error Estimation for the Semi-Analytic Design Sensitivity Using the Geometric Series Expansion Method)

  • 단호진;이병채
    • 대한기계학회논문집A
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    • 제27권2호
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    • pp.262-267
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    • 2003
  • Error of the geometric series expansion method for the structural sensitivity analysis is estimated. Although the semi-analytic method has several advantages, accuracy of the method prevents it from practical application. One of the promising remedies is the use of geometric series formula for the matrix inversion. Its result of the sensitivity analysis converges that of the global difference method which is known as reliable one. To reduce computational efforts and to obtain reliable results, it is important to know how many terms need to expand. In this paper, the error formula is presented and Its usefulness is illustrated through numerical experiments.

경첩구조를 이용한 접이식 가구에 관한 연구 (A Study on Folding Furniture through the Structure of Hinges)

  • 조남주
    • 한국가구학회지
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    • 제12권2호
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    • pp.81-90
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    • 2001
  • For opening and shutting function, door has some hardware such as hinges and the locks. The folding mechanism of hinges represent mobility, and the lock means stability. The opening and shutting door-the mobility-could be interpreted the movement from flat state to three-dimensional structure. The folding mechanism also would be understood variable feature to the space. This study focus on the Folding Furniture which adapted the good point of hinges to make efficient use of the space. The folding furniture presented in this study has not only artistic meaning which expand and apply structural function of hinges, but also flexible reanalysis on the environment and the space which change with social, economic and cultural trend.

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질량과 강성 변경 따른 감쇠구조물의 동특성 변화 해석 (Eigenderivative Analysis of the Damped Structurure due to Modification of Mass and Stiffness)

  • 이정윤
    • 한국공작기계학회논문집
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    • 제14권4호
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    • pp.7-12
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    • 2005
  • This study predicts the modified eigenvectors and eigenvalues of the damped structure due to the change in the mass, damping and stiffness of structure by calculation of the sensitivity coefficient using the original dynamic characteristic. The method is applied to examples of the damped 3 degree of freedom system by modifing the mass, damping and stiffness. The predicted dynamic characteristics are in good agreement with these from the structural reanalysis using the modified mass, damping and stiffness.